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Project............................ 9103 �� � � � � � <br /> NEIGHBORHO� ��ENGINEER'S ESTIMATE �Otto Baun & Sons �Christy-Foltz, Inc. �Spates Construction �Entler Excavating � <br /> STRATEGY AREA �� �309 E. Wabash Ave �740 South Main �710 N. Dunham St. �229 S. Oakland Ave � <br /> IMPROVEMENTS �� �Decatur, IL 62523 �Decatur, IL 62521 �Decatur, IL 62522 �Decatur, IL 62522 � <br /> �� � � � � � <br /> Bid Date........................... MAY 7,- 1991 (� � � � � � <br /> �� � � � � � <br /> Time............................... 70:30 AM �� � � � � � <br /> �� � � � � ( <br /> PAT ITEM UNIT GTY UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL <br /> � � �� � ( � � � � � � � � <br /> I � �� PRICE � � PRICE � � PRICE � � PRICE � � PRICE I � <br /> COMB CONC CURB & GUT7ER Lf 470 16.00 7,520.00 16.00 7,520.00 17.00 7,990.00 16.90 7,943.00 20.00 9,400.00 <br /> � � �� � � I � � ( � � � � <br /> PCC SIDEWALK 5" � SF � 99,500 �� 2•75 � 273.625.00 � 2.74 ( 272,630.00 ( 2.75 � 273,625.00 � 2.90 � 288,550.00 � 2.99 � 297,505.00 � <br /> PCC DRlVEWAY PAVEMENT 6" � SY � 500 �� 28.00 � 14,000.00 � 32.00 ( 16,000.00 � 30.00 � 15,000.00 ( 30.00 � 15,000.00 � 32.00 j 16,000.00 � <br /> DOMESTIC SERVICE BOX � EA � 5 �� 130.00 � 650.00 � 130.00 � 650.00 ( 125.00 � 625.00 � 150.00 � 750.00 � 225.00 � 1,125.00 � <br /> INCIDENTAL BITUMINOUS SURFACE � TN � 10 �� 125.00 � 1,250.00 � 750.00 ( 7,500.00 � 130.00 � 1,300.00 � 150.00 � 7,500.00 � 150.00 � 1,500.00 � <br /> � � �� � � � � � � � � � � <br /> � � �� � � � � � � � � � � <br /> � � �� � � � � � � � � � � <br /> � � �� � � � � � � � � � � <br /> � � �� � � ( � � � � � � � <br /> � � �� � � � � � � � � � � <br /> � � �� � � � � � � � � � � <br /> � � �) � ( � � � � � � � � <br /> � � () � ( � � � � � � � � <br /> � � �� � � � � � � � � � � <br /> � � �� � � � � � � � � � � <br /> � � �� � � � � � � � � � � <br /> � � �� � � � � � � � � � � <br /> ___________________________________�_________�_________��_______________=______�_____=________________�_______________=_____�______________________�______________________) <br /> TOTAL BID (AS CORRECTED) � � �� 297,045.00 � 298,300.00 � 298,540.00 � 313,743.00 � 325,530.00 � <br /> ------===--==------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Percent Over or (Under) ENGINEER'S ESTIMATE 0.42 0.50 5.62 9.59 <br /> * * * SUPPLEMENTAI UNIT PRICES * * * - <br /> __�________________________________________________________________________________________________________________________________________________________________________ <br /> • PAY ITEM � UNIT � CTY �I UNIT I TOTAL � UNIT � TOTAL � UNIT I TOTAL � UNIT � TOTAL I UNIT � TOTAL � <br /> ( � I� PRICE � I PRICE � I PRICE � � PRICE � I PRICE � � <br /> '_______________________________________________________________________________________________________________________ <br />